Closure to “Bearing Capacity of Strip Footings on Anisotropic Soils by the Finite Elements and Linear Programming” by Mehdi Veiskarami, Reza Jamshidi Chenari, and Amir Arsalan Jameei
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VIEW THE ORIGINAL ARTICLEAuthors: Amir Arsalan Jameei [email protected], Reza Jamshidi Chenari [email protected], and Mehdi Veiskarami, A.M.ASCE [email protected]Author Affiliations
Publication: International Journal of Geomechanics
Volume 19, Issue 11
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References
Casagrande, A., and N. Carillo. 1944. “Shear failure of anisotropic materials.” J. Boston Soc. Civ. Eng. 31 (4): 74–87.
Davis, E. H., and J. T. Christian. 1971. “Bearing capacity of anisotropic cohesive soil.” J. Soil Mech. Found. Div., 97 (5): 753–769.
Drucker, D. C., W. Prager, and H. J. Greenberg. 1952. “Extended limit design theorems for continuous media.” Q. Appl. Math. 9 (4): 381–389. https://doi.org/10.1090/qam/45573.
Meyerhof, G. G. 1978. “Bearing capacity of anisotropic cohesionless soils.” Can. Geotech. J. 15 (4): 592–595. https://doi.org/10.1139/t78-063.
Ukritchon, B., and S. Keawsawasvong. 2018. “Lower bound limit analysis of an anisotropic undrained strength criterion using second-order cone programming.” Int. J. Numer. Anal. Methods Geomech. 42 (8): 1016–1033. https://doi.org/10.1002/nag.2781.
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International Journal of Geomechanics
Volume 19 • Issue 11 • November 2019
Copyright
© 2019 American Society of Civil Engineers.
History
Received: Dec 11, 2018
Accepted: Apr 18, 2019
Published online: Sep 12, 2019
Published in print: Nov 1, 2019
Discussion open until: Feb 12, 2020
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Ph.D. Candidate, McMaster Univ., John Hodgins Engineering Building, Hamilton, ON L8S 4L8, Canada; formerly, Graduate Student, Faculty of Engineering, Univ. of Guilan, Guilan, Iran. Email: [email protected]; [email protected]
Associate Professor, Faculty of Engineering, Univ. of Guilan, Rasht 41996-13776, Iran. Email: [email protected]; [email protected]
Associate Professor, School of Engineering, Shiraz Univ., Shiraz 71348-51156, Iran (corresponding author). Email: [email protected]; [email protected]
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